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HomeMy WebLinkAboutPermit B95-0212 - SEATTLE FACTORY WAREHOUSE - STORAGE RACKS ;''..:... .. !. ., ..•., .,.:... ,,...,. .,:.,.....•.�;. ..... v.r •. ,. ., . ..,. ,a.,..,r. .x :............._...r:,c.., .....,a.1r;k r: "v ?:,.,.."iik6 x"'... . 1 3 • { I 1 I ' , 5' e A 7 i r - u . FA C .•TOR 1 . . • . . . . . . . . , . . . . \NNR • . , . . . • „ • . . • . • . . . . . . • . . • , . . . . . . . . . • • .. . • . . • . . .. . • . .. . . • . . . . . • . . . . . . . , .. . . . . . . . .. . . . • . . • . • . • . . . . • . . • . . . . . • . . • . . . . • • . . . . • . . . . . , . . .. . . • • .. • . . .. . . • • . . . . . . . . • . . • • . • • . . . . . . . . . . • . • . . . . • • .. • . . . .. .. • .. . . . • .. • • . • .. . , . . . . . . . . . . ... . . . • .. . • .. :. .. • . „ . . . • . . . . .. .. . . . . • . .. .. . . • . .. . . . .. . . . .. .. . . . . . • • • • . • . . . .. . . • . . . . • . • . . . .. . • . . ... . . . . . • . .. • • . . • . . . . . . . . . . . . ... . • . .. . . . • . . . .. . . . , . . .. „ .„ • • . . . . . • • . • . . . , , . • . . . . . , . . • • . . • . . . • .. . .. . ..... . . .. ... • . . .• . . . .. • . . . .. • . .. . . . • . . . . . . . • . , .. . . • . .. . . . • . . • . . .. . ... . . . • • . . . • . . . • .. . . . . • . .• . .. • .... . . . , • .. . . .. . . 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" . . . . . • . . . . .. . . ....... • ..... . ....... .. . . . . . . • . . • . . .. , . . . • . .. ..... • ....... .. • „... . . .. . .. • • .. . . • • . . . . . . . . • . . . . • . . . • . .. . • . . . . „ . ... . . • • •. • . , .. .. • . . . . .. . .. . . . . . . ... ... . . . . . • . . . .. • .. .. . • . . . ... . ...... , . . . •. • . . . . . • . ................ ...• ....• . • • , • . . , . . .... . . ... . . .. ... .. • .. • . . .. • . . . .. . . • City of Tukwila ( ‘.. ,, (206) 431-3670 Community Development I Public Works • 6300 Southcenter Boulevard Suite 100 • Tukwila, Washington 98183 RACK STORAGE PERMIT Permit No: B95 -0212 Status: ISSUED Type: B -RACK Issued: 07/12/1995 Category: Expires: 01/08/1996 Address: 1163 ANDOVER PK W Suite: Location: Parcel #: 352304 -9097 Zoning: cm Contractor License No. : TENANT SEATTLE FACTORY WAREHOUSE Phone: 206 575 -5155 1163 ANDOVER PK W, TUKWILA WA 98188 OWNER WAREHOUSE PROPERTIES ASSOC 3201 FAIRVIEW AVE E, SEATTLE WA 98102 CONTACT JAMES MACGILVARY Phone: (206) 682 -2555 1163 ANDOVER PK W, TUKWILA WA 98188 ****************• k**************************** * * * ** * * * * * * ** * * ** * * * * *** ****** Permit Description: INSTALL SHELVING UNITS FOR AUTO PARTS STORAGE Rack Storage Dimensions Linear Feet x Height Totals 1920 ' 15: 'i` 28,800 k d. 0 • r r 28,800 UBC Edition ''1 994 Valuation 8 et Total{ permit Fee: r, 230,9 ****1r** * * *' * * ry * *tit * ***** *)01,** * * * ** Ali***** ** * * * * * * * * * * * * * * ** * **** * * * * * ** Per i t enter Authori zed. • i gnature . 'Date ; •_. I here.y certify that I have read and examined this permit` know the same to be true and correct. All provisions" of ,law and 'ordinances governing this work will be complied with, 'whether specified herein or not The granting this permit does not presume to give authority :to violate or cancel the provisions of any other state or local laws regulating construction'•,or the performance of work. I am authorized to sign for and obtain this build g perm' ' Signature:_ _ Date . ;42. 4 . ^c Print Na a �s�5�'�� Title ;' . This permit shall become null and void"--if" the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 _t _ r CITY OF TUKWIL.4" :&(• ' A, : Department of Cot ..,runty Development — Permit Centel 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • "'i if (206) 431 -3670 Building Permit Application Tracking PLAN NUMBER CHECK PROJECT NAME 5 ci j1 /e1 • -ac�ru vart'hdU5e. SITE ADD / , J SUITE NO. 8q5 - 0a1; � /c 3 '% aa /er fin/ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEP DATE IN :':::: REQUIR rs f COMMENT ; <: >;: : BUILDING - BUILDING Date Sent - Date Approved 7 � o initial review (0-070.1 ) (R O TED) VD FIRE PROTECTION: (7 Sprinklers (� D_etectors (I N/A FIRE --7 /3/1‘15' 7/..5-/r- FIRE DEPT. LETTER DATED: '7/J INSPECTOR;�G�, *Snj .S•0 O PLANNING ZONING: BAWLAND USE CONDITIONS? ( )Yes (J No REFERENCE FILE NOS,: INIT: MINIMUM SETBACKS: N- S- E- W- O PUBLIC UTILITY PERMITS REQUIRED? (j Yes ( J No WORKS PUBLIC WORKS LETTER DATED: INIT: • 0 OTHER INIT: _ BUILDING - �d �s TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): ` fiinal review (')� EYes INIT: � J , RACK-5 p- No (BUILDING �l/.V 9 aa 6 �� • OFFICIAL INIT: : - -- r b REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY:. (init.) 01/08/93 BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT :i:# BUILDING PERMIT:FEE f� PLAN CHECK rt, PLAN- CHECK`FEE fv�l C am _ NUMBER � �_J /�C • BUILDING SURCHARGE : 4C7 jrA AtI' �C,ICA `ION 1140$T. BE : OTHER F.I LED ; QUT .COMPLETEL y TOTAL I /o?.' SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ LZ - e ) drArg - p� +. /r2 k• LJ PROD T NAME) TENANT ASSESSOR ACCOUNT # JE A �a lti 35. av '-Q TYPE OF 0 taw Building U Addition ❑ Tenant Improvement (commercial) Li Demolition (building) WORK: 86 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: �•- . /<LG% [ /Y /.J d 114J /7'5 1,147-s BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 10 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: i 1S 5 Tenant Space:22 fie Area of Construction: /✓- ,R , air r WI THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? NNo 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 5•rinklers .■ Automatic Fire Alarm S stem PROPERTY OWNER PHONE ADDRESS ZIP CONTRACTOR PHONE ADDRESS ZIP -� WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT --- PHONE _ . ADDRESS --- ZIP E BY:: E TIF T AT<I; AVE >RE'AD:AND:?.EXA ED <THI >APP�LICATION €AND: >K W »THE:: >SA E•`<TO`<'< >1'<: H • ..; .H ; .. A ; ..... MIN::; ...: •. S:.:. , .; ,. ;; .. N�:::<.;;;;::.: M •:. >•:; >:::<s;:: >. >.;<: »:: >r: 13 >:I 11 ,;, I7... .:.:..... ..:....:: .::..:...:.::.::.::::::::.;..:, BUILDING OWNER 51GNA'rUBE� j � OR /� DATE �� /� �� AUTHORIZED PR NAME— 0 ��� //4".4.7. PHO 575= 5%53 AGENT ADDRES , A . � CITY�IP / ��. /v r w, . 4./,• X1,7 . 58ifr� CONTACT PERSON - �,•3- s PHONE Wiz• - 2.557- ._.. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code ( current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Con 11MB,e1 development Building Division at 431 -3670. r'.I Y ClF KW LA DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES ... _ c,f 5 J U 6 1985 1,7 PERMIT CENTER • 06!26/95 119:25 a 206 682 1321 SEPTTLE- FACi0RY P.01 ,1 ' ;'4, B U I g! • � Pe. i ' ' ' ' .1 . • •• , �• I A t 0 . i . . . . . ........ • . •. • •. : IV 111!. , .. : i ' A •• • iliriOF TUKWILA I1 Op 3D' . Southcenter Boulevard :,rtment of Community Dval ,» »�ent - Building Divisdon i ,, 4 : 1 ! u I . tu! w!!a WA 98188 'D •,� 431 -3670 i ' r1 •: iT,1=i) : • ' ' h !,z I�).iJ'�k zsl L �.;:,t[ , S: i'i,. L lit ;'Lt'_'''- d.,i i ,i t w H : : -' la HECK �- --r k li fil `� .it ti .. 4:1� 11ii x3��� f. .; :. l'. • ; ;:', :4 . lJ �}, J .ti `.t ��s i�`i C•`t. E. "v ;�•. <w ! .' �'• ' .�; �j • 8ER i3 ✓ � ' • I . ( a .KIT �j.,I41,' 4 F11 , ri 3 t ir ,°;;, •.. ✓ � ' '1 •�a :� •"�. 5'1.1 4�i `��7 ��o � ' RM1 . 1 'f. • 'f l y ,�; ;: lig , >2:: 1 �:A1 AP fig �ti S.•j r{ f , x Z1 N a b : ? : a . ; , <t 'C . �a.:'s F IJIFn'C1U).COn1atis1l:1 V j �� � a �'p� ry M g��� r�qqt >Irlli ) - - -C �:fd[1NaCSt3a :.;il.E.¢, iY.s N+aaultmat ammo rmos. am iirum j& ' gf FIESS f .r 1 ; �.E SUITE 11 �`ri ' I 0 '. -a (3 . T NAM ^ ANT • , SS0R . 0 N in EA rt J ►'� %;;; a" Id , I ✓s 1G iR • i w ;'+ ».e):' ! OI F WpRK P ; Buil p�e R Af e 1 d ,to ❑ Tennt Reei Improvemf res • t ; �• • '" � . rdi U h : r' ' Demolition (bLRdi •) II • C • ' ES RiSE WORK TO BE DONE: ' • I I i j ' 'Rik �F v/.4 1�,1 ' � F � . . r�s - �,,,�•. • ' � ,r w � _ i .>n :,, I 1 , . 1 . . • 1 , UI . t ING USE (otfice, warehouse, e e • 1 R OF 1111111 , , . , HERE BE A CHANGE iN USE ' •,"' o • Yes If Yes, new hu • imo r: q r . m le may need to h9 m9 .� e.!! :: 1 .Ot ' RE FOOTAGE • Building: • • $ 5 Tenant Space: • , , I :j • : ' Ri Ao n truotbn: ,. ,,, i �• H F' ERE BE STORAGE OR US � L IMMABLE, COMBUSTIBLE 14 ` . •""• • : ? M A t .. E R I A L S IN TilE = I , D 1 C ? ; • Q 0 Yes WYES e i • I : 1 i, : • R • TECTION FEATURES: !:. : l • r kiers SP Fir= at: n • . , , • , , I ow= r ■i� w I '' � II IIIIIIii PH 329. _ 7 I ii 1 I rrt IEA�Y bWNER Warecl eProperty Assoc. • + ++ • IESS 3201iFa iew Ave. � ! ; . r!. `•9'8 1 311 ii RACTOR -... I1 + + i "° II �� I . _ _. IN _ , i - 1 . I ' H • ' .. i.. -- I 655 ! .' . II I , : :. .. 1 1 A. • .CONTRACTOR'S LiCEN E1'4I •1•'- is ; • . i , EXP. SATE....., . imummi R. ITECCT i : H ' . •HON: ; . ; M- I ' i i , , w.r� �► �>.trwt�t i ltRS.. 1171 . �r nnn ta . 777 ,�u�r �e t �tf . 0.,-...,,. �•'} .4 j] ., �r �� y1 (' � yy �;� 47: �� ^,�.g e ��• i �� �� ^l { / * � ' � r c ,l�'f�.� l J. , �'�,I11, A T�, �1• „ } 1 1 I �L . ��t ,) � , i�• �r. :: - 0 M . 6 }a'- ... A ” b '1: +41Y� t ,4i lLl v • ti f ' ). :! 1.' ` , T {{ t 4 i ff S , I,DING OWNER SIGNATU ` E i ; �` ApAIII DAP, = w ,AUTHORIZED PRINT N • , .0 4I I1l p • . :291 AGENT ADDRE -S• •1 + - . A - : ' - a : 1 I ON ACT PERSON Jame - . - ,lI PH0. 3,2 91II • PP CATION SUBMITTAL : • ■ . rt ensure that Your appIc ati .: : a f , . • : r a • : /bake . ( ' • • application completely and oI 4 h plain submittal checklist cSh . • tI Tom.' l•t n s a e : ! # '. ! the Building Counter which 0 • . ,, : rQ detailed informailon 011 : • • '• -: d . o , ' l ah '8ubinitial r Ire 1 : 111e. ' ' Application and plans must lets in order to be accept d o • : rev ' ; . • ALUATION OF :CONSTRUCT! a Valuation for row • • ' • , a , ,: , + ' sled by the t .: . j , Communtly Development el placation su bmttal. Conti t :, • igr at 4 1.38 A i'.; , . „ , . , , epp In all cases, a a unt should be entere0 • 1 • • ur 4 .:,...:, • , ! 1 itubject to possi revls 1 'R k ing Dlvisbe 10 oorrpl 1 h on f' 4 gsr l i ; , ; • , 4 :.. .. , t 1 4 , i: • • • • • -., ...:., , .... ,. ,;..,,. ,. ... ...,. ._. 11141L111i14e3 OWNER,/ AUTHOFHZ : NT' lithe apptcar Is • the ; , �: 1 • : a ,: , . •:. ' , , ° , ° • licensed by the State of WaB • , e notarized letter from t .. • Y • K ` ��` ,� ' ` tat. • • � • � r ' � .: ,.. � � • , I etmst appibiltion and obi" t ' t 11 will be required as;part • t b ' ' , 1 : 1 1 A`�lO141 01= PLAN REVIEW, r } i X' r • . • 1 hic 1 no o.. j i expire by limitations. The • J .':1 May extend the �; . • ' , ,� x, • ' request 1lcant as defined SQ t !r ��' .. K,, ,., • days tlpon't�ttan r ,. . • , • t In • • ,�.1�j • ', � r , { ,, .. � t • ` 1 No application shall be aid : '• mere than once. ► ; I I' a • If you hays • r •.1' ' about our pmoess • q I f �� ar4ts, tea :- i. ! . • contact the • • =a ;` • • C h? et^A r , t i l t - , 1 07 431 j 987O. '`• ! , = • , t : C1ATION A C I ► o • • - •.N• i '' i 1 1 1 1 1 , i t I I • r . .t t ! t till" i 1 t ,r.,r • 1 1 • „,, ' , ,?.. f, fr -L , , I: 44, •,;,:, • .-. .4 .. ,:s4 , v,,+ r ',-,•st; f F',7 vIrr,v;";i 't.'" ''” 0 i k.- C • **A************k*h******* * . k *IreI k. **kAh.,lic*k*** GENERA 167.85 CITY OF ruKwan. WA - TRANSMTT nnAL 167.85 **********k********A*** • ,* I ***kAh*Ak *• •*k*A****A******** CHECI( 10.85 TRANSMIT Number: 9400217 Amount 85 06/ 5: 167.2/ CHANGE 000 6 Qt/'/5 Jp59 , Payment Method: CHLtdf Notation; SEATTLE FACTORY Inr 06/26/ t:- 'OP 3847A000 16: Permit No: 095-0212 Type: 0-RACK RACK STORAGE PERnfT Parcel No, 352304-9097 • Site Address: 1163 ANDOVER PK W 'Total Fees: 167.83 This Payment 167.85 Total ALL Pmts: 167.85 Balance; , .00 ' ***Ai*********A#344*****4.***A.A***,%*40**********AAA****3*********i* Account Code Description Amount 000/322.100 BUILDING - NOMRES 99.00 000/345.030 PLAN CHECK - NONRES 64.33 000/386.904 STATE BUILDING SURCHAROE 4.50 .,* . f • . rgr' a INSPECTION RECORD Retain a copy with perm 's ., INSP N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f 7 2• • 431 -3670 °. Project: Type of inspectit ;+ 7 e for --D (A)ccr tAok� ' FIN I ; Address: //63 AALuer P4. k1 Date called: 10 F3 --??r j . Special instructions: Date wanted: 10 /0 4 p.m/„ a,� i . Requester: ■ Phone No.: ' y�Ap Approved per applicable codes. vrrections required prior to approval. CO MENTS: ' � _ .aria; ►--.;+► i ,' _ 0 4.__— s \ N i i ti, .i+ �. J T Inspector; Date; $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must , be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection; Receipt No ...-- .. Date' . • INSPECTION RECORD i Retain a copy with permit 1117 - X12 INSP CTI i N NO. PERMIT NO, r CITY OF TUKWILA BUILDING DIVISION N !r 6300 Southcenter Blvd., #100, Tukwila, WA 9818: VA (206) 431 -3670 .2; � A ect: F tiz 01250u/66. Type of ins to y� � �ile- Fi L- : ^ Addre /�NO G,� Date called: i4 rZs_ ; Special instructions: Date wanted: f , z i p `G( 42170 1 4. Requestacr- 1 � A^ �� i � .V � .y Phone No.: / HC.:I I Approved per applicable codes. (Corrections required prior to approval. COMMENTS: r k I k ..c.. der Alts. '.. �. t i !/ vn f • p art > 7 -4.J 2 ,.... ) 1 S 1 i el 4.1 A L je>1 liS N ---SPe L 44 "' , y_ '-rk I _ r {l l 1..+(/ ■ a.. , .0.. _ _A i ./ ,d /� � 3 gel ' ! /.44, t 4c./ ( ` ( (2,....,,z)"..., __Cie • SIP h e, t ALI 4 A,.....,0 ...-.., 44-1-e a40 , ' ,! Inspector: Date Vi i: —1 Ti $42.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection: ` I Receipt No Date: ^�zx - r'y �t: . S � . y .g .•,. W.� . •�.ryze . ... ,w,,,.w� .,,.. •. � *n .•.=, . l � ^ i i a••;1`= t r rStt+' " .''i r i t, i'�S.t �• �d�% °.:'Y �. �Y �r. �� = °'.A�.irA iii �, �" �;+M• y ^ 4 � fryf. � -'i tt �•�3• � , ;., -a, ::,,: 41. � ivtiz. 1,1.: J^'a r a � ' ��' 4 r.``n ' y''+f i ' ° .`"NT' � i }S if 1' t f l•.a 7 i � l m;, , y zt 4.. •c , � � i,:,-, v:, i..,..3... t1 ',,,,,,,,,,,..'' f = � f: `. '• .., by '', . .:�i:,d. '. ° ;�' `` '' City o Tuk'INila John Mayor > Hood & Duct Halon: I Monitor: Pre -Fire: Permits: t"..t t)'\"-- Mr>(11 V- _3" 5'C, , Authorized Signature Date FINALAPP.FRM T.F.D. Form F.F. 85 { Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 .4404 • Fax (206) 57$4439 • • . 1 , ....,. (....) . r , • 0 . '.1 CITY OF TUKWILA . Address: 1163 ANDOVER PK W Permit No: 895-0212 ,. Suite: Tenant: SEATTLE FACTORY WAREHOUSE Status: ISSUED Type: B-RACK . Applied: 06/26/1995 P, 4 Parcel #: 352304-9097 . Issued: 07/12/1995 • ' 4 ' - ************************k**********4.*A-***********4****144.***44*A****40%***k** ; Permit. Conditions: • . • D No changes will be m a d e ik!'fiTis.ii..st,„:1111;1aq, a p p r o v e d by the . . A r- c h i t ect or. Eng 1 n Ri v i s i on'. .•' 2 All permi ts , • insp r-ecprthl, and approif'.1- AO' k., shall be 1 ,.. ava i 1 able:. at . t 1 t -6 0:- -, ri. to ' e stavt ,of';‘, •-11'N,.son- I ".. 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JUN- 10 -19'- -'.• - ■ Corp ...Seattle TO _ 5756997 P.03 .r.u.wc•+.r.ee r. tae 'age 4 at $ /J/ 95 v G J `-- `L t Fief Mo. 6514 t I TABLE NO. l/•- RAWLSTUD ANCHOR ALLOWABLE SHEAR NO TENSION VALUES (Pounds1'•z.s i TMM 1'000 MIMS ' i 1 1,,11...1 <x )� 110 MqP i MEIIIIIILEINI11111111(1111111111511111111113111111111211 11Th 2* 5;!0 5711 liallitall IIIIIMMIIIII $ AI 325 52u 040 _ f ' Llignerrigai 72 WM 52 tint ` Iniall I w 11111101111011110311111 tai 1111=111112111 tlt?t) NEM 12'15 two ME1111=11 t/, Man 211 • 111'75 sit0 MTh 1100 ' Iwo m ino 1:W 1310 111001112M 1560 i 1 IlliallaRIMIll 60 KEE 815 1600 Mail Mai 17 3 KUM nal i 17.15 i I '1 - 86 ' INIIIIIGUNIIMBILOIll 1lF>5 2015 1tx1S • i 19 " MaillEAME211 1245 ILIS111041111182111111E111 W INIENIIIIIIIICIIII 1 °1Q 1" tu45 ` MAIIIIIIIIEMM II ni 11 111130111112MIEZEI 111Z2111 Mal I ziss Mall 2175 11110111111=11111E011 'szs i763 1 ' ��� =614s 1,1.55 :1665 :1410 limo ' I11» ?945 ; 1964 IIIMENICLICIEWIELEIN i • LR IEi IIII 2729 11142:1311 ; 1 = • ?os5 1510 �� �� 'A= Q WW1 •'/ 250 ;no — mmos 2203 '� 5250 2625 tai � Ma= MEM 250 4349 X1'.1 5303 R011 11 . 055 MIN , =MI NO 2479 17 ?5 r ' 7 ' »$Q11 420 1112111 500 4563 2245 NM= SOln :e.o ' — t CO MIMINOULnal 3 IlLall 2920 — 6.tes dart !i 7,4311 :900 ME t' /, S`bt 450 • 5950 2530 — 14t341 ? 31 5 8750 115481111=1 ; 1 I / :7 450 5060 2330 _ 7 0 00 1590. N7 V 050 . i 'The ubtltated'A Ater and tensile valves ate for anchors installed in stonmantt;alt t'o erelt ha' in the designated vltimate.vmprc •sh •Iren,lh j at des time el ineta foe tsbulxed values ar for rrhont installed a mini mum of 12 diameters on mite and a minin sum edge Wstanee of ti s dimmer. lilt 10(1 percrnt atrehor etfie,eney. $vaeitts and edge dicwtice tray be reduced to.indiametet swing, and duet—diatom e4 a 4igance. ph „•ide•t th, • alue• ate i ' tedeecd %1744 •e 30 nt. Linear intemele!ion may be 4 fa' i tennedI a splaings and Ott Margin.. I IliCK I •sloe, are *pi' !Ott • • . • . . woo*, bilteti on a..ct forth in Scriket 24'6 t'1 the vote. 'Thetc 1en•ittei ratio - anchor• ate ins • • with 1tpc 11Th t • - in Shi.on rl the C. , SThc anon-WI loath y nor be interned far duration of loading such a%foe Mind or Icoi1!. • j d• I TABLE NO. Nt. -RAWL STEEL. Df10PaN ALLOWABLE ' . SHEAR AND TENDON VALUlS (PWndsp ;M j i �. t AMOCO • sos,‘ ININEMINT IMEI . (aiattg0 tv.. - 1 I 'J, ti.; 1'1. IMMIllialailill • 1 •iESMINIi • • i Mang i 11111111=111 111111gEla 11.10 i I '7he tstwlateQ (meet and ten.ite *Ass arc for in httt. imt.H 'd in %tem.a septic Irv'. Me having, the designated utttmmte v npth•ive ,ac. al she time of insattation. - 1 !The tats Ij d valve. use 14 ttnrhttn in•ta{kd a mtntonom at 12 diameters on center and a • • • t ttlinimun0 04ye diwuxe uf.i, d.amcb n for loos ��tt ens irw e11ieten.•y. Sti uipt 1 i edgeJittatwemayhereducedht .it,.s}µtgetkr to g /endduce•Jiarnetetcdee&manor. I pro l.Wc values art mimed SI lamer*. Linear :nt put its mad he awake tmenue- diatc .1io.:ie • and clip m ui;ln., 1 'ThC1C ( aAdivahle tatty when she an:Mw. ate I mtylhd wat+t.tt.pcek i :a. . vocutsn a• NO birth tot Sttattttt NE. i 4' the code. i • 1 'Thew teneiNtt ra m, ow eppl eabk *km the "toe. oe. apt• ithodloi *hi) penal in.l'•t'ti.ut a• v1 forth in Section Mb tN o t •mttA. I CIAe alk'tw'ahle last , may 1N• A ttmm.t..d It duhlt.tlt t.t I.w.Iit1 41013s I ..f M ;1i.I IN .•-n. ' • • i I TO; Marl.. I . i ' 'ThIh"I'-ln3htiRN MUM be .•i, V4100014 rtuhWOM Ate .•n:nnv. i ■ :'. I I 1 . i= i i 1 i TOTAL P.02 , ' OCT 1 1 1996 � - TOTAL P.03 COMMUNITY DEVELOPMENT • . .vl . .ro m - .. sti'''''' '... r.. .., - >.....,..«.....,.a ,,- • w,?Y -in c Y.t 96..V.." 15 .1:, 4 Xk ., • \. .. ( ' a • • CITY OF TUK1.ILA, RACK STORAGE DIMENSIONS LINEAR. FEET X HEIGHT = TOTAL • /7za X /. = . C32 6 • X I X IIIIMMS X ' • • X • 1- X • . .. GRAND TOTAL � ?? r � RECEIVED : . .CITY OF TUKVVI A • JUN 2.6 1995 PERMIT CENTER; ;.: • , zc: l,z. . SEIZMIC ( y; • MATERIAL HANDLING ENGINEERING r, EST. 1985 ; v STORAGE RACKS STEEL SHELVING CITY APPROVALS ARIZONA NEW MEXICO DRIVE -IN RACKS MOVABLE SHELVING STATE APPROVALS CAUFORNIA OREGON . ' CANTILEVER RACKS STORAGE TANKS PRODUCT TESTING COLORADO PENNSYLVANIA q MEZZANINES MODULAR OFFICES FIELD INSPECTION IDAHO UTAH CONVEYORS GONDOLAS SPECIAL FABRICATION MISSOURI WASHINGTON +` CAROUSELS BCOKSTACKS PERMITTING SERVICES NEVADA ALASKA : : , I i :i . i 1 I 1 I I .::,i %ii i.):: /! /.•:" ��l. J S� %i '" " "''y SEISMIC ANALYSIS OF " " ,; <> ><x:i;. CATWALK SYSTEM ys ;;;<,;. ; . ,--.: -' FOR ; „'..; , , ;,. ?,, , %Ai r„ `rv, a :',, , )' SEA TTLE FACTORY WAREHOUSE '4• :j Y < 1163 ANDOVER PKWY. • : 3 1 j TUKWILLA, WA t "gi `r1 : JO 1 -439 • ./ r.r ... /.. ... ,. .:. .. .r. :.. i. ,. . ..f .., .�. r %+ . .. : ,.: . ,,. r.: vi :�:�i >:i �)'i : i:i /. r.:. )r :.. : .: .� !: �i):�: �i rr %�;i 1: /�.. F.:........ r.... ...:l r. ..5. /..v...:.. r. rr........ ,. . .... r.. . r r....r,.... . ,. .. .,. . . r,. , . ,. �. . . ... / /.. . /.. /. :l: Y ; i: : .:i;:vi ; � %;i:r:!,,. gib.. it /;�1 ) t . z :� 5 ,_ .• it � .� � � / .. : : •• .: ;v./ • / '''' '' I • • •*. 1 . Si .:%i%/ %J ir is:.. ,�. r :zi/V.--. t: ; i ' ; % ' /J. % /,: i :t;; ,.,� ,i,cy: !lit: r1,4,- G r• C� T� R v E p RECEIVED , • • Q” ` A P cm( OF TUKWILA � • UL 1 d 1995 JUN 2 61995 ' PERMIT CENTER a l\�I Inn 01111_01W' ry 1 s G 2 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX:(909)869- 0981 , fir: ,; '... ."...e': '": -:.: .. .: .-, vo . .r. .r n. .++v+r..w.. wrr.v..av .w...r. +r..- +nev.. -gnu. ar. r.,.a..,. w.a»w..e... .. ...., «v.w. n.rs«wur.avMSY wv`�«'S'i'` s... z`?�1.. .. • '41111 PROJECT SE? , iTLE FACTORY INC. FOR CASCADE COMMERCIAL MATERIAL HANDUNG ENGINEERING SHEET NO. 2 OF 11 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE 6-8-1995 161 ATLANTIC AVENUE • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE NO. COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 3 PARAMETER 3 GENERAL SPECIFICATIONS 3 CONFIGURATION 3 LOADS AND DISTRIBUTION 4 TO 5 COLUMN ANALYSIS 6 BEAM ANALYSIS 7 CATWALK SUPPORT BEAM ANALYSIS 8 BEAM TO COLUMN CONNECTION ANALYSIS 9 GRATING ANALYSIS 10 OVERTURNING ANALYSIS 10 SLAB AND SOIL ANALYSIS 11 t pY j'Y -1 PROJECT SE�._..,TLE FACTORY ,. INC. FOR CASCADE COMMERCI AL' SHEET NO. 3 OF i i MATERIAL HANDLING ENGINEERING W.K.S. 6- $- 1995 TEL: (909) 8694989 • FAX: (909) 869 -0981 CALCULATED BY DATE 161 ATLANTIC AVENUE • POMONA • CA 91768 SCOPE: • THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING SHELVING/CATWALK SYSTEM COMPLIES WITH THE 1991 UNIFORM BUILDING CODE STANDARDS SECTION 2711. , i PARAMETER: I r SHELVING UNITS AND CATWALK SYSTEM WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FORMULA: V = (ZIC/Rw)W i i r GENERAL SPECIFICATIONS: u - MAIN STEEL Fy = 33,000 PSI '1 - BOLTS A307 (UNLESS NOTED) - ANCHORS HILTI KWIKBOLT II OR EQUAL APPROVED BY ICBO ' ; - SHELVES PARTICLE BOARD OR PLYWOOD - SLAB 5" x 2,000 PSI - SOIL 1,000 PSF t t - RIVETS Fy = 50,000 PSI A CONFIGURATION: 48,, a9 24" I i 12" _ s moo. 9" TY CATWALK LEVEL �_. .. _� 8,5" 17" WEN 1111.1111111.1111•1 13.5" cTi - 12" ....... . . •...� 11.5" ===zer.. V 4 i FRONT VIEW SIDE VIEW • PROJECT S 6 ' % ' TLE FACTORY INC. FOR CASCADE COMMERCIAL 4 11 MATERIAL HANDLING ENGINEERING SHEET NO . OF TEL: (909) 869 .0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE �� $� 1995 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS AND DISTRIBUTION: ANALYSIS PER '91 UBC STD SEC. 2711. V = (ZICi1 w)W 24" Z = 0.3 FOR SEISMIC ZONE 3 £ I = 1.0 C = 2.75 4 Rw = 8 W = TOTAL WEIGHT OF SHELVING PER LEVEL + CATWALK TOTAL WEIGHT OF CATWALK ITO Fr? DETERMINING THE TOTAL WEIGHT OF SHELVING UNIT .. wLL(DBL) = 200 LB/LEVEL wDL(SGL) = 50 LB/LEVEL wDL = 10 LB/LEVEL wLL(total) = wLL(DBL) * NO. OF LEVELS + wDL(SGL) * NO OF LEVELS = (200 LB/LEVEL * 4 LEVELS) + (50 LB/LEVEL* 14 LEVELS) = 1,500 LB wDL(total) = WdI * NO. OF LEVELS , . ... = 10 LB/LEVEL* 18 LEVELS = 180 LB SIDE VIEW DETERMINING THE TOTAL WEIGHT OF THE CATWALK ONLY DOUBLE RIVET BEAMS ARE SHOWN wLL = 60 PSF wDL = 10 PSF TRIBUTARY AREA = (48 IN) *(18IN ) + (48 IN) *(18 IN)= 1,728 IN^2 =� 12 FTA2 wLI(total) = wLL * TRIBUTARY AREA = 60 PSF * 12 FTA2 = 720 LB wDL(total) = wDL * TRIBUTARY AREA = 10 PSF * 12 FTA2 = 120 LB V = (ZIC/Rw) * (wLU2 + wDL) = (0.3 * 1.0 *2.75/8)* [(2220 LB/2) + 300 LB] = 145.4 LB Pool = W/2 = 1,260 LB PROJECT SE FACTORY 1 • FO CASCADE COMMERCI AL INC. ' "q 5 11 SHEET NO. OF 1 0 MATERIAL HANDLING ENGINEERING W•K.S. C- $- 1995 }, TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY DATE :' 161 ATLANTIC AVENUE • POMONA • CA 91768 }1 LOADS AND DISTRIBUTION (CONT): " 3 V= 145.4 LB : F LEVEL wi (LB) hi (IN) wihi (IN -LB) Fi (12) ti Y, 1 360 2.5 900 0.6 2 390 60.0 23,400 15.7 3/CATWALK 1,260 90.0 113,400 76.2 1 i 4 510 154,5 78,795 52,9 wihi = 216,495 145.4 Vcol = V/2 hn I I r n = 145,4 LB /2 = 72.7 LB F3 M1 -1 = Vcol * h1 h3 = 72,7 LB * 2.5 IN ,,zil = 181.8 IN -LB F2 • : - / ) BM -COL. M2 -2 = [Vcol - (F1)/2] * h2/2 h2 = 2,081.4 IN -LB <. -____- GOVERNS : M3 -3 = (Vcol - (F1)/2 - (F2) /2] * h3/2 F1 ;,- IIIIIIMIMMINIIIIMINNIIIMIIIIII = 968.1 IN -LB ` ,' h1 DOUBLE RIVET BEAMS ONLY M4-4 = [Vcol - (F1)/2 - (F2)/2 - (F3)12] * h4/2 = 853.3 IN -LB h1 =2.5IN h2 = 57.5 IN r. Mconn = (Mlower + Mupper)/2 h3 = 30 IN Mconnl = (M1 -1 + M2 -2)/2 = 1,131.6 IN -LB M2.2 Mconn2 = (M2 -2 + M3 -3)/2 = 1,524.8 IN -LB ‹.=.-..=.---- GOVERNS M Mconn3 = (M3 -3 + M4 -4)/2 = 910.7 IN -LB M1.1 \%...} . s . PROJECT S E LTLE FACTORY INC. FOR CASCADE COMMERCIAL MATERIAL HANDLING ENGINEERING SHEET NO. 6 OF 11 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE 6-8-1995 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS: Pcol = 1,260 LB Mcol = 2,081.4 IN -LB (KL/r)x = (1.2 * 17 IN)10.685 IN A = 29.8 <== GOVERNS (KUr)y = (1.2 " 17 IN)/0.800 IN = 25.5 '+ B Cc = (2r02E/Fy) ^0.5 jr = 131.7 > (KLM) .I Fa = 0.522E - F ^2 KUr /1494 = 16,792.7 PSI ) y , AREA = 0.512 IN IX = 0.240 IN ly = 0.328 IN fa = Pcol /AREA Sx = 0.142 IN Sy = 0.199111 = 1260 LB/0.512 IN ^2 = 2,460.9 PSI rx = 0.685 IN ry = 0.800 IN fa/Fa = 0.15 ft 0.15 _ _ — Pe = (12r02E)423(KxLx /rx) ^2J = 168,158.4 PSI Fb = 0.6Fy = 0.6 " 33000 PSI = 19,800 PSI fb = Mcol/Sx I ly = 2081.4 IN- LB/0.142 I103 = 14,657.7 PSI o y I fb/Fb = 0.74 Lx = 17 IN COMBINED STRESS: Ly = 17 IN fa/Fa + fb/Fb(1-fa/F'e) = 0.89 < 1.33 O.K. .. ... ...;:� ,—,,..::.....• T..,... .,...__ .w.,..,.....,. n_,.....,..__...... ....__......_._..,_.... .,,.,.,... _ .._. ..,.,...�._ .................... .rte � 1•.�; •.:u: PROJECT SEL TLE FACTORY INC. FOR CASCADE COMMERCIAL MATERIAL HANDLING ENGINEERING SHEET NO. 7 OF 11 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE 6-8-1995 161 ATLANTIC AVENUE • POMONA • CA 91768 BEAM ANALYSIS: (DOUBLE RIVET BEAM EXCEPT AT DECK LEVEL) LOAD/BEAM = W/2 L = 48 IN = 210 LB/2 1- 3/32" = 105 LB w= (LOAD PER BEAM)/L = 105 LB /48 IN = 2.188 LB/IN 2-11/16" Mmax = wL ^2IB = [2.188 LB/IN * (48 IN) ^2)/8 • = 630.1 IN -LB fb = Mmax/Sx = 630.1 IN- LB/0.126 I103 = 5,000.8 PSI Sx = 0.126 IN Fb = 0.6Fy = 19,800 PSI fb/Fb= 0.25 < 1.0 O.K. BEAM ANALYSIS: (SINGLE RIVET BEAM) L= 48 IN LOAD/BEAM = 60 LB /2 = 30 LB ' 14 GA w = 30 LB /48 IN = 0.625 LB /IN 15/16" Mmax = [0.625 LB/IN * (48 IN) ^2)/8 15/18" = 180 IN -LB • ib = 180 IN- LB/0.013 INA3 = 13,846,2 PSI Fb = 19,800 PSI (SEE ABOVE) SX = 0.013 IN fb/Fb= 0.70 < 1.0 O.K. NOTE: LOADING FOR SINGLE RIVET BEAMS = 50 LB/LEVEL LOADING FOR DOUBLE RIVET BEAMS = 200 LB/LEVEL NO LOAD ON THE TOP LEVEL • • PROJECT SE( e'TLE FACTORY INC. FOR CASCADE COMMERCIAL MATERIAL HANDLING ENGINEERING SHEET NO. OF 1 1 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE 161 ATLANTIC AVENUE • POMONA • CA 91768 CATWALK SUPPORT BEAM ANALYSIS: L = 48 IN DETERMINING THE STORAGE LOAD ON THE BEAM wLL = 200 LB wDL= 10 LB Wtotal/BEAM = (wLL + wDL) /2 = (200 LB + 10 LB) /2 = 105 LB 3/4" DETERMINING THE CATWALK LOAD * ON THE BEAM 2" I� T TRIBUTARY AREA = 48 IN 18 IN = 864 IN^2 = 6 FT ^ 2 4E 3 wLL = 60PSF *6FT ^2 1 - 3/4" 51° II j = 360 LB wDL= 10PSF *6FT ^2 4 -- 2 " =60 LB WtotaIIBEAM = wLL + wDL = 420 LB Sx = 0.450 IN w = (EWtotal/BEAM)/L = 525 LB /48 IN = 10.938 LB /IN Mmax = wL ^2/8 = (10.938 LB/IN * (48 IN) ^2]/8 = 3,150.1 IN -LB ib = 3150.1 IN -LB /0.450 INA3 = 7,000.2 PSI Fb = 0.6Fy = 19,800 PSI fb/Fb = 0.35 < 1,0 O.K. < < PROJECT SE�.. FACTORY • INC. FOR CASCADE COMMERCIAL MATERIAL HANDLING ENGINEERING SHEET NO. 9 OF 11 TEL: (909) 869-0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S DATE 6- & 1995 161 ATLANTIC AVENUE • POMONA • CA 91768 BEAM TO COLUMN CONNECTION ANALYSIS: Mconn = 1,524.8 IN -LB Arivet = (n/4) * (DIA.) ^2 _ (n/4) * (0.25 IN) ^2 = 0.0491 IN ^2 Fv= 0.4 *Fy = 0.4* 50000 PSI = 20,000 PS Pmax = Fv * Arivet = 20000 PSI * 0.0491 INA2 = 982 LB M1 -1 Mconn(allow) = Pmax * d * 1.33 = 982 LB * 1.5 IN * 1.33 = 1,959.1 IN -LB RIVET SIZE: 1/4" DIA. SPACING OF RIVETS: 1 -1/2" CENTER TO CENTER Fy OF RIVETS: 50,000 PSI Mconn/Mconn(allow) = 0.78 < 1,0 O.K. • PROJECT 1 • SE(.. FACTORY u FO CASCADE COMMERCIAL • INC. 10 11 MATERIAL HANDLING ENGINEERING SHEET NO W.K.S. OF 6 _ 8_ 1 995 '',' TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY DATE 161 ATLANTIC AVENUE • POMONA • CA 91768 GRATING ANALYSIS: KW -19.4 Kw•7Y•z nrvle -. cnoas BARS 4 - CVC ... BARS r CIC CROSS eras C+C CROSS BARB r GC ... _ ............. .... _... .: .. ...._._...._...........,..-„-:...... w.,+.,»,..,...,..,...,. µ,,........»,,........»..:..._........_.........,....._.....e._.._...,_......._.....,..__.......,......__........._............ vs. xys w;K t?G`d''' PROJECT SE(... TLE FACTORY INC. FOR CASCADE COMMERCI AL MATERIAL HANDLING ENGINEERING SHEET NO. 1 OF 11 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY W.K.S. DATE 6- 8- 1995 161 ATLANTIC AVENUE • POMONA • CA 91768 SLAB AND SOIL ANALYSIS: (A) PUNCTURE Pmax = Pcol + Mot /d = 2,025.4 LB Fpunct = 2 *(fc)^0.5 = 89,4 PSI t Apunct = (Beff + Deff)* 2t = n 2 0 4 IN A2 = Pmax/(Apunct * Fpunct) 1 B � 0.57 < 1.0 O.K. L (B) SLAB TENSION Asoll = Pmax *144/(1.33 *fsoil) BASE PLATE = 219.3 IN^2 Beff = 1.5 IN L = (Asoil)^0.5 Deff = 2.5 IN = 14.8 IN SLAB AND SOIL B = (Beff * Deff)^0,5 + t t = $ IN =6.9IN f'c = 2,000 PSI I = (L - B)/2 fsoii = 1,000 PSF = 4.0 IN Mconc = wI ^2/8 = 1.33 *fsoii *I ^2/288 = 73.9 IN -LB Sconc = 1 *t^2/6 = 4.2 INA3 Fconc = 1.6 *(f'c)^0.5 = 71.6PSI fb/Fb = Mconc /(Sconc * Fconc) = 0.25 < 1.0 O.K. -;, :, - :vi 3 .' ' Fitt COPY (�'��, ll� City of Tukwila John W. Rants, Mayor >, kw..: ;2 j Department of Community Development Steve Lancaster, Director %.. .... ," . 1908 " • Dec 18, 1995 ' • JAMES MACGILVARY 1163 ANDOVER PK,W TUKWILA WA ' 98188 RE: SEATTLE FACTORY WAREHOUSE Dear Permit Holder: Our records indicate that on Jan 08, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95-0212. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jan 08, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, ---/-i ) Kelcie J. Peterson Permit Coordinator Department of Community Development �_Mi ;mss 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax '(206) 431.3665 4 s� City of Tukwila O 2 FIRE DEPARTMENT .J 444 Andover Park East p Tukwila, Washington 98188 -7661 tn - 2 (206) 575 -4404 790 John W. Rants, Mayor July 6, 1995 Fire Department Review Control #B95 -0212 (510) Re: Seattle Factory Warehouse - 1163 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6,3) (UFC 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA • .,. (12111 J**IiLA w� Cit ®f `Tukwila s y Z FIRE DEPARTMENT 444 A ndo Pak E t 0 Tukwila, Washington 98188 -7661 cn 'Z' (206) 575 -4404 1908 . John W. Rants, Mayor Page number 2 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) • 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 3. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire- resistive construction and sprinklered where required. (UFC 12.109(c)) 4. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and ,under overhangs greater than four feet 'CNT LA rv 4s y Cit �r Tukwila c. 6 y Z FIRE DEPARTMENT 0 444 Andover Park East Tukwila, Washington 98188 -7661 tr (206) 575 - 4404 ./90S. John W. Rants, Mayor Page number 3 wide. (NFPA 13- 4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than • 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler . work shall commence without approved drawings. (City Ordinance #1646) 5. High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 6. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing. . tee. S;n �9 �t.1�C11V1�� ( 4 \ FIRE DEPARTMENT 1 :,, , a 444 Andover Park East 1 It � Tukwila, Washington 98188 -7661 (206) 575 -4404 . John W. Rants, Mayor 5 • 1908' j Page number 4 1 1 i i (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as ) determined by the Tukwila Fire Prevention Bureau. (NFPA i) 231C, 3 -2.3) 1 • 7. In double row racks with heights of storage up to and i including 25', an average nominal 6" transverse flue space . between loads or at rack uprights shall be maintained. • (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between 1 back to back racks. ` 8. The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC Standard 81 -1, 4 -4.1) 9. A permit is required to use any building or portion thereof exceeding 500 square feet for high -piled i combustible storage. (UFC article 81) t This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau e cc; T.F.D. file ncd WAREHOUSE PROPERTY ASSOCIATES 3201 fairview avenue east seattle, washington 99102 phone 208 329-7075 fax 206 329 3646 June 20, 1995 RECEIVED CITY OF TUKWILA JUN 2 6 1995 City of Tukwila Department of Community Development - Bldg. Div. PERMIT CENTER 6300 Southcenter Blvd. Tukwila, WA 98188 Gentlemen: This letter is being 6ubmitted, together with a Building Permit Application from Seattle Factory Warehouse, Inc., for some "pallet racking" in the space known as 1163 Andover Park West. Warehouse Property Associates, the owner of the above described property, hereby gives our permission for the application and for the work to be accomplished. Very truly yours, WAR OUSE PROPERTY. ASSOCIATES ames M. Hayes Managing Partner JMH/pc { v5 ... .. .•.... .... Irv+.,. .. _ n . .. ...... ,..n .w av .nm .w. v. ..... e... ........... .. ... ... ... ....... .. ...... .... ._.. ... .. ..... .....r »aavr .. .- .... ..... RECEIVED STATE OF WASHINGTON, ) CrrY OF TUKWILA ss. JUN 2 6 1995 County of King ) PERMIT CENTER On this day personally appeared before me j t5 1��, ccye to me known to be the individual described in and who exc cuted. the within and foregoing instrument, and acknowledged that I signed the same as MIS free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this cx'C day of Tune , /9 co ` s�j > ' Vii' . �t'� l� , - '`�°/� AG�i• � ses ®% Notary Public in and for the S , %,, (Jc�- 1 of Washington, residing at 7 ,.od.ei'V / SEE DRAWING SI F DRAWING_ No. 9543913 FOR -- No 95 -43913 FOR ' _ .._e m ^A• HANDRAIL DETAILS - SEE DRAWING IIANDIIAIL DETAIL 13111 No. 95489 tDYa18 FOR HANDRAIL DETAILS - -- i f �p l. rstnnA that the Plan Ch nd aPOt '1 z/ on a 3a�'ze4 es €B \_, \ \ _\ \ -- ____ _ foes n a or0130 ?ol elP n o edged thl�rt tD t o0' 1 R _ __ \ \ _ \ ._ _- \ __ \ \ I -__— - tl. -•1 co rov Nn- <.,,;tnoW ®d98d. 1 BV _— - - -- ___— —_ - -__ - -_ -__ -- { c opy O a UP f 1r, c or s /� ''..,,� Perpa NO 1 316 _ 40''YP — 3 ' 1 5 CAPPnO ED a g I I 1 1 - — 1 - - 1 - I 1 1 a - --- 1� 3c @5�� _ _ 195 JUT 1 . �JJJ �i �O.IY .(1 '7" Ma YkAn II MM. f 96u _ --_____-,t I - — g5 1 1 1 I 1 1 1 1 1 I 11 1 1 1 1 1 1 I 1 1 I p li 5 '4 5 5_ @e' 11 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 '1 1 1 1 3 4E -- -- - - -- — - - -- TABLE OF CONTENTS: A - � --- - -- - -- -' -- - --- -- - -'- -- - n 1 DRAWING ND n5 439 A A WALT( I LAN VI EW S ELC- VA fIONS I I - 1 ST ND 9 4394 S I DRAGL UNIT' DE I AIL9 IIII _ e L, �■ _ _ _ _ _ _ _ _ _ _ _ _ MATFAIAI & SI EI:IFICATIONS ggliin 5 g =c� 4 1352 E 53 z LEGENDS: 5 e5 € e 3ve 3'S eeeg \ __ 1 -_ _�� __ \ __ E = en__ i e _ _ RECEIVED -- - - — ` T.O.D SEE DRAWING — - - - SENORAS ING 191. A FOR CITY OF TUpN1LA lA 7 - No. 95 -9399 1011 I 9'VP i1 YT 9 "I YP. Y - 312" SEEOI[S .e RJCPID. E EORSC - TAILS $EA13 913FO - 5 ^rm. - SEED DR I AWINONO 9 D D JUN 2 S 1995 No 95 -43 . 913 FOR . SE AWING N. 5439 FOR E FAILS PERMIT DENIER HANDRAIL DETAILS I VIEW DENOTE S I IANDRAII. SCE DRAWING No. 95 -43913 UP 36 "AISLE UP IIAI4DRAIL DEhULS _ - 1 81 r NZ" -- DENOTES 03" TAl L UNITS U SFF 1 896 FO G TYP r ' SEE DRAWINO No. 95439A [00 COMPONENT DETAILS No_ 95-4396 FOR \ r HANDRAIL DETAILS 241 24 "FYIe ^ C/ ' - -' _ . I' 0EIZMIC�' MATERIALIIANDLING 9 "1 VP, - _. - ® - - � � C ..� �. _ SIRE VIEW ,� ENGINF_ERING 11" - IIrB G 11 -- iY - Y I - I/ , INC iGl ATLANIDI TN 9 _ — '1 VP 5 C51 1905 let. (909) 0 9 9 9 • Fax (909) -09131 8112° G ■ E i -- 1] e ' SC ALE DRAWN Ff °• ,. 1 3 Vz m s NONE ♦ ($ CAi WALK LAYOU y -- nco BO''LO.D ® _ ` V 12" 11 ¢ 4-1 NO CE N92 4 pA l 'E APP OVEDES SAL E LLN DISCRINION Tp' _ __ 12 JG I 4ttl l9r EAf T1 \ 11 1 — P 9' (0 2" T 91i Pn_ _ ADDRESS DRAWINa NUMBER SEATTLE P V Y , TU O ' U 95 -439 /� A'_V1EW 119 ANUOVEI9 KWY., TUI<WILLA, WA S/y, USE TWO PER DOUBLE POSTS 16j10 \ ® 4 1/ 2 14,\ , 16 L O r a A \ ' „ /A O .. „it., i A. 1 sue„ 'Stile ,t1 1 4 , 0 4 all 8 il J� s _.....,,,,,,,, , II U o \� IL4 "e TEK$1 REWS 2D © ®TIEPLATE 7O ASILES^PACER O�ECK BAR'GRATING (GALVANIZED) GENERAL CONFIGURATIONS / GP 1/2 a /4.. 4fi0 .. e 060 / ' 1 ens 5 1260 / jUt " 1 1 _____ 4‘ 2° In n ® 1 1I1fi S 1 // \ —y% Y Z •" 0 iL- 2 " a 3104 K. 0 O . SHOULO EL9PLET (50 0001'SI) \ 9" 1 () <-'''''`e 0 ,9 MIN EMBDMNT 1YL `= W I v t -� ,4V �11IPI 8 V / I - .-Q f l 0 O GRATING SUPPORT v4 ONE REQ1D PEOEBASEPIATE U NOTES: 3 ANCHOR 5A DQURLERIVET_BEAM 0 SINGLE RIVETI3EAM 1. IIGI IT DUTY STORAGE RACK DESIGNED PER SEC ION 2711 OF I I I E 1991 UBC STD. 2. STORAGE CAPACTTY: 3 3/4" ° — 2" 2/1X 40 X 161.5" : 9/16" k 2 5/6" 9116" - SINGLE RIVET BEAM =60 LB PER LEVEL �- 3/U "DIA. LEFT HAND SHOWN 316 "DIA. DOUBLE RIVET BEAM .200 LB PER LEVEL 2 5/16" 1/2" _ _d ----- HOLE RIGHT HAND -( �. I1OLE 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING 14ga `1� MIRROR IMAGE `r TI IE DESIGN CAPACITY OF THE RACK USING A PERMANENT 5/16' 2 3/8' 2 3/0" 4. PLAQUE A570 FOR SHAPE Ny=33,000 SQUARE PSI GRADE 33 'A' 04 tU. 14ga — I 14ga [ 5. ALL BOLTS A307 (UNLESS NOT ED) pP?V( I ��"" I' g I I I K - I 6 6. ANCHORS HILI'II WIN BOLT 'IIOR APPROVED EQUAL Or' 7I 1 11/16" J 57/s ,4 ` 5/6" O T -- ICAO .. 0 ' .ms' s #4627, LARK 24946 S ` � � J t- \ \ - — 7. CONCRETE S "T I fICKx 2000 PSI ,.mom (A (1 - AT fACI-I TO POST w/ ATTACH TO POST" vs/ 0. SOIL RE - NG PRESSURE 1000 PSF SO 1JUl) _ I/4" TEI( SCFlEWS. 1/4" TEI( SCREWS r bb / �\ gUI� ' P - < '�r EIZMIC MATERIAL HANDLING ONE ANCHOR PER ONE ANCFIOR PER 9 . _ C ENGINEERING 1 1/2" FOOT PLATE is / �I. E6T. 1905 Tel. 19 9)809N 909 Fox 19 09)8 ' I(�I 3/16" FOOT PLATE. /3 � ET / 1 / \ _ —� DIA HOLE / le 91711 - \ U J U 90" - c3/6" ♦i / (966186 9 6901 I & _ 1 - 3116" - Y- i At, ' CALIFORNIA SCALE NONE DRAW e Y V. Y 144" 4 — y �V' 7/6" RECEIVED G I S 11 1 718" DIA. HOLE — n 01ry EC IVED to IRA DATE nPi AL E - . [iY I " JJJ(((�����1 N 1 3/B 5/16" 1 3/ ® 5/ 1 6" , !Exams 4 -12 -96 I No. sssarn I ( ' Li Li \ ` , 1 — DO 6/01/95 SAL E. FA1 [EIJ_ l V ( _ JUN 2 6 1995 DESCRIPTION STORAGE UNIT DETAILS (RIVETIER TYPE) I 3 3/4" 14 ga 2" i 14 ga PERMIT CENTER A11ESS aPmwlPICNVMaEa 1OANGLE POST _IM1_GA. 2A _ 2B SEATTLE FACTORY EOOTP_LATEDOUDLC'14GA, FOOT PLATE_SINGLE14_GA. 1103 ANDOVER P1<wv,ruKwILLA,WA 95-439A APPROVED BY SAL S. FATIIEN PPi TYP. LEFT& RIGHT SIDE /1 /8" 4 -1/2" `F 118 "I' TYP. LEFTS FISFR SIDE #225_ SLOTSED ANGLE 1DIOP & ENDFI3AME RAILS OM INTERMED & STRINGERS BNLS 17E.XB1.0XIA GA,_ 1//(2)3/8" 0 HOLES ATTACH STAIRWAY TO DECl<1W/(4)_ 5 /16 "_S_BOLIS— TYPICAL STAIRWAY CONNECTION TO DECK 1/8 17 TYP. L4 i TYP. EA. COIINCF 1.1 SEE DRAWING 92 -187A FOR. SHELVING DETAILS — WELD TI118 LEG AGAINST STAIR STRINGER L i9 H 0 �/uv, TvP. i �•� �2\. 42 NOM, 2Y 12 PECS. X7Y '96 yr Tr 3f3" / �.�/ AIRWAY. ELEVATION CAM p\XSti D ( 8 3 NOTES ^TlucKxsenoPSF A � 9 4995 3. ASI I 5711 FO SHAPE Fy I3IUP51 �� 3. ALLBOI S FOR SHALES .NOTED)PSI GRADE 33 4. All BOLTS A307 (UNLESS NOTED) . 5. ALL WELDED CONSTRUCTIONS BY AN APPROVED sWLN L1� ANCHORS OR OR i fl III I'I MIN. BOLT II OR APPROVED EQUAL 3 /BDIA o MIN. LKIBLDMPNI 7. STAIRWAY CONFORMS TOUBC Cl IAPFER 33 SECTION 44# 1 r ^ �,--r,(110 � i� TYP. 33115(C) RISE AND Rt IN F'XCII PIONS IRIVAH'. STAIRWAYS <\ i / / 1/8 SERVING AN OCCUPANT LOAD OF LESS TI IAN IU MAX BE CONS RU< FI:I) W I I H AN N" MAY RISE ANI) RUN. f( (2) /0 r EL BA, 6 PO nS�OAK3� 11. TREAD. STAIRWAY ATTACH_ IN/ 1/4"0 BOLTS TY_P_. _ELL'S 2 MIN. EM DMN'T 1 5 (TREAD r7 flG_r- I-% TYP.3 SIDES t TYP.3 3/8" 1/16" SIDES, 1/2" 0 HOLE _1 REO'Q PER 9ASEPLATE 4/130040A._ X5 "LG._ ANGLE ( 6 I 13ASEPLATE QAN_GFJOR_ LC ➢O _ #4627 REIVED CITY OCEF TUKWILA JUN 2 61995 PERMIT CENTER D58CR[ Ta MATERIAL HANDLING ENGINEERING 161 ATLANTIC STREET EST. 1985 POMONA, California 91706 Tel. (909) 869 -0909 • Fax (909) 869-0981 CALIFORNIA SCALE CORI RAGTORS NONE LICENSE TIC. 665374 DRAWN BY v.Y. DATE (1101/95 STAIRWAY DETAILS (RIVETIER TYPE) ADDRESS DRAWING NUMBER SEATTLE. FACTORY 1163 ANDOVER PKWY_, TUKWILLA, WA 95 -4398 DO floor plan